Q4-A) The effective angle of internal friction o' was found to be 26° for a normally consolidated soil. If the soil is tested in consolidated drained triaxial test under o3 = 60 kPa, what would be the failure deviatoric stress o1 - 03? (10 marks)
Q4-A) The effective angle of internal friction o' was found to be 26° for a normally consolidated soil. If the soil is tested in consolidated drained triaxial test under o3 = 60 kPa, what would be the failure deviatoric stress o1 - 03? (10 marks)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject: Soil Mechanics
![Q4-A) The effective angle of internal friction o' was found to be 26° for a normally
consolidated soil. If the soil is tested in consolidated drained triaxial test
under o3 = 60 kPa, what would be the failure deviatoric stress o1 - 3?
(10 marks)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd0299a53-4ba2-441d-970e-f71512b677c6%2Fed359c58-996f-4da0-9fe0-91150990d2a6%2Fpw6nu5q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q4-A) The effective angle of internal friction o' was found to be 26° for a normally
consolidated soil. If the soil is tested in consolidated drained triaxial test
under o3 = 60 kPa, what would be the failure deviatoric stress o1 - 3?
(10 marks)
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